Original source · versioned page text
Updated Plans
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn PROPOSED RELATIVES RESIDENCE
SCHEDULE OF PAGES:
COVER PAGE 1
MICHAELA VAN DER STOEP SITE PLAN - OVERALL
SITE PLAN - DETAIL
FLOOR PLAN
2
3
4
ELEVATIONS 5
SLAB SETOUT PLAN 6
ROOF CATCHMENT PLAN 7
SECTIONS/QDC NOTES 8
TYPICAL SECTION & DETAILS 9
LOT 9 ON RP908915
TYPICAL TIEDOWN DETAILS 10
WH&S NOTES 11
CABINETRY/WET AREA SCHEMATICS 12
CABINETRY/WET AREA SCHEMATICS 13
8 DANDALOO LANE
COOTHARABA, QLD
FRONT VIEW
NTS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 1 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 COVER PAGE 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of pages 2 to 13 (of 16)
Page 2
SITE NOTES:
POSITION OF DWELLING TO BE CONFIRMED BY N
CLIENT PRIOR TO ANY SITE WORKS 49
11 43
7
17
13
.4
8°
30 40" 2 0
ALL STORM WATER, DOWN PIPES, RAIN WATER
6 11
m
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED 11
'
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
60 p
ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
om
1 5 .1 5
00
0
AND QDC MP4.2/LOCAL PLANNING SCHEME
1000
1° 03
1 2 3 0' 2
18
HOUSE CODE PROPOSED RELATIVES om p
.4 2
0m
6°
' 00"
RESIDENCE
6m "
BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
MANHOLE POSITIONS MATCH THOSE AS SHOWN PAD LEVEL 22.125m
0
BASED ON LOCAL AUTHORITY DOCUMENTS. ANY FFL 22.375m 7 .8 2
DISCREPANCIES MUST BE BROUGHT TO THE
8m
141°
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND 30' 2
0"
RESOLVED PRIOR TO COMMENCEMENT OF
CONSTRUCTION
E
BUILDER TO DETERMINE APPROPRIATE
AN
PLATFORMING METHOD ON SITE PRIOR TO
COMMENCEMENT OF ANY WORKS. FINISHED
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
L
AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
COMPLY WITH NCC VOL 2 3.1.2.3
O
THE FINISHED SURFACE IMMEDIATELY
O
SURROUNDING THE BUILDINGS TO COMPLY WITH m
NCC VOL2, 3.1.3. 15
4 .1 ' 0 0 "
AL
3 1 2
SURFACE DRAINAGE IS TO DISCHARGE EVENLY °0
94
WITHIN THE SITE AND WITHOUT NUISANCE TO
D
ADJOINING PROPERTIES.
N
ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
A
THE PONDING OF WATER.
D
CUT AND FILL BATTERS NOT TO EXCEED A
MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
SLOPING SITES.
1000 MAXIMUM HIGH TIMBER RETAINING WALLS
1 54
1 97
WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
.745
STORMWATER LINE) AND GRANULAR BACKFILL
° 18
N
B
T
A
M
H
N a
P tso
D
1
3
ln
4
ie
K
R "0
rN
2
G
1
P
0&
pW 'e
5
.1 6
'o
2
l°a
36d
8n1#
F
u D
c3
°0
n
1
F
rLG
5
ia
6
7
b
8
M
9
y
t/d
m t'.3
2.4 1 .1k34 e
05.2437 8 .2
7 rP
n aeclo sle ya
d n
o2
Fu7
1
e
°49
86
o
72
1P
T
a
s0
w
rl v
24.507 0
1 .5"2'°17 0
3
4 97 t5
.5
1
2 .2
e G
1
&
kc0We
i7 F ve /w
a
i cklrT
rS riD
ve
ir7
e
0
o
P
l
"0l
5
.2 .0 5
6P
2
7
BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
' 00 "
SITE ONLY IF INDICATED ON THE PLANS.
m
THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
AUTHORITY APPROVAL.
7 7 0' 0
0°
.0 0
0
0m "
0
m
157.710 REAL PROPERTY DESCRIPTION:
° 1 6 ' 0 0"
297
LOT 9 ON RP: 908915
SITE AREA 41590m²
LOCALITY COOTHARABA
SITE PLAN - OVERALL m LOC. GOV. NOOSA S.C.
141.090
1 : 1000 1 6 ' 0 0"
297°
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 2 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN - OVERALL 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 3
TREE SCHEDULE Tree Legend
PATHWAY & DRIVEWAY NOTES: No. Name T 'Ø' Spr 'Ø' 'H'
1 TREE 0.30 m 8.0 m 12.0 m
REAL PROPERTY DESCRIPTION:
2 TREE 0.30 m 8.0 m 12.0 m
S
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A Ø=Trunk Dia LOT 9 ON RP: 908915
H
MINIMUM FALL OF 1 IN 100 (1%).
3 TREE 0.30 m 8.0 m 12.0 m
H=Tree Height 26.00 TBM Nail in Kerb SITE AREA 41590m²
4 TREE 0.30 m 8.0 m 12.0 m S=Tree
5 PINE 0.30 m 6.0 m 12.0 m Spread AHD RL / m 26.029 LOCALITY COOTHARABA
THE MAXIMUM GRADE OF DRIVEWAYS SHALL (Total Canopy) 25.75
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
6 PALM 0.60 m 4.0 m 4.0 m
∅
LOC. GOV. NOOSA S.C.
7 PALM 0.30 m 5.0 m 8.0 m Power Pole
NEAR THE MAXIMUM, A TRANSITION ZONE AT
8 PINE 0.20 m 3.0 m 4.0 m 25.50 #272170
EITHER END MAY BE REQUIRED. REFER TO NCC
VOLUME 1, D2.10 FOR GRADES TO REQUIRED 9 PALM 0.50 m 5.0 m 6.0 m
7 49 N
EXIT RAMPS. 10 PINE 0.30 m 6.0 m 12.0 m 13 Telstra
11 TREE 0.30 m 4.0 m 6.0 m
2 5 .2 5
12 TREE 0.30 m 7.0 m 10.0 m
CHECK WITH LOCAL AUTHORITY
2 5.
REQUIREMENTS PRIOR TO CONSTRUCTING ANY 13 TREE 0.30 m 7.0 m 10.0 m
00
14 TREE 0.30 m 7.0 m 10.0 m
DRIVEWAYS, PATHWAYS OR CROSSOVERS
BETWEEN THE PROPERTY BOUNDARY AND 2 4.
E
ROAD KERB. 75
N
CLEAR THE AREA OF ALL TOPSOIL AND
ORGANIC MATTER. 24.
50
O LA
11 43
PROVIDE A LAYER OF SAND A MINIMUM OF 11 24.
17
6 25
.4
20mm THICK UNDER THE SLAB, COMPACTED 11
8°
30 40"
AND LEVELLED.
5m 24.
m
1 00
'
1 4 .1 ' 0 0 "
O
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE 3 0 2 2
° 3 .7
BARRIER MAY BE PROVIDED UNDER THE SLAB IN 94 5
AL
SALINE AREAS, LAPPED 200mm AT JOINS AND 23
TAPED. .50 Property
SLAB THICKNESS SHALL BE: 23 Pole
.25
D
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
Po st
LAYER SL52 MESH, c e
23 en
N
F
&W
VEHICULAR DRIVEWAYS (TO 3t GROSS) - EXTENT OF CUT/FILL INDICATIVE ONLY - .00 ire
13
100mm THICK WITH &W
TO COMPLY WITH NCC VOL 2, 3.1.1 et
79
A
ire F
1 LAYER SL62 MESH. 22 Pic
k
PROPOSED RELATIVES
en
6
.7 5
enc e
D
ar d
EARTH RETAINING STRUCTURES
30mm MINIMUM TOP COVER TO ALL (RETAINING WALLS) TO COMPLY WITH RESIDENCE
gG
REINFORCEMENT, CONCRETE STRENGTH SHALL NCC VOL 2, 3.1.2/AS 4678 22.5
0 PAD LEVEL 22.125m
66
in
BE N20 MINIMUM.
x ist
FFL 22.375m
19
60
22 .
25
00
JOINTS ARE REQUIRED IN ALL CONCRETE
E
p
0 om
om
PATHWAY AND DRIVEWAY SLABS -
2 2. 1000
00
p
ISOLATION JOINTS MUST BE PROVIDED WHERE CUT
ABUTTING EXISTING STRUCTURES, 2 1.
2 01°
1 5 .1 5
75
EXPANSION JOINTS SHALL BE PROVIDED AT 15
21.5
03' 0
PROPOSED RELATIVES RESIDENCE
0m
METER CENTRES IN ALL DIRECTIONS. N12 0
DOWEL BARS AT 400 CENTRES ALONG THE Existing Solar PAD LEVEL 22.125m
0"
JOINTS IN 100mm THICK SLABS, Panels
21.2 FFL 22.375m
5
CRACK CONTROL JOINTS SHALL BE PROVIDED
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A
CRACK
WOULD OCCUR (i.e. RE-ENTRANT CORNERS).
JOINTS SHALL BE LOCATED SO THE LONGEST
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY 2x 25000l
ANGLE FORMED BETWEEN JOINTS OR JOINTS WATER TANKS
Ga
AND THE SLAB EDGE SHALL BE NO LESS THAN
1 2 3 0' 2
18
te
75°, DUE TO THE VARYING NATURE OF
.4 2
6°
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE
6m "
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE FILL
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE 20
.50
0
ay 11
DESIGN. rivew
c k/D
l T ra
THESE NOTES ARE PROVIDED AS A GENERAL DRIVEW AY/PATH G rave
ting
SPECIFICATION ONLY. 22 m² Exis
(exp. agg.) 12
REFERENCE SHOULD BE MADE TO 'CEMENT, 13
CONCRETE & AGGREGATE AUSTRALIA - GUIDE 1
TO CONCRETE FOR HOUSING 2007, PATHS AND 10 21.50
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE
DRIVEWAYS AND PATHS, JULY 2006'. 21.25 14
3
2 4 9
21.00
SITE PLAN - DETAIL
1 : 200
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 3 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN - DETAIL 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 4
4 FLOOR AREAS:
1 5 3 DWELLING 64.96 m²
VERANDAH 56.50 m²
GARAGE 48.86 m²
2
Total 170.33 m²
N
16650
13670 2980 450
220 90 90 70 90 240
450 4500 3250 770 1000 3350 300
70
450 A 1840 950 2330
8
450
450
obsc
HWS dp hcdp
0618 0309 A/C 1521
WALL LEGEND
220
220
dp 820 C1
EXTERNAL WALLS
tambour door
Ldry
n03609
1/3gl
4 x shelves
1550hh
BED 1
1500
VSD
600 carpet - MASONRY VENEER
a\c
lam. - 70mm TIMBER STUD FRAME
mv
1500
ohc
- 10mm PLASTERBOARD LINING (GENERAL)
2900
70
- 6mm VILLABOARD LINING (WET AREAS)
3500
New WM Location BATH
820cs
820cs
F1809
tiles - CLADDING - TO BUILDER'S SPEC.
C1
1930
floor to ceiling wall
tiles
CH2700mm - 70mm TIMBER STUD FRAME (UNO)
900 - 10mm PLASTERBOARD LINING (GENERAL)
msd
820cs
wh - 6mm VILLABOARD LINING (WET AREAS)
70
530
robe
6790
7250
INTERNAL WALLS
70
FAMILY-DINING RA
820
vinyl planking
KE
1000 1000x1350 - 70mm TIMBER STUD FRAME (UNO)
D ohc - 10mm PLASTERBOARD LINING (GENERAL)
CE
IL - 6mm VILLABOARD LINING (WET AREAS)
GARAGE IN FRIDGE TAP
G C1 B
10230
10230
9790
concrete REFER TO ENGINEERS DETAILS FOR
2000
8 ARTICULATION JOINTS IF REQUIRED
3220
A/C
CH2700mm
a\c
KITCHEN
cut
vinyl planking
dw
LEGEND:
ohc
sgd rebate C1 DENOTES - 112x112 HWD POST
240
C1 dp
S DENOTES - PHOTOELECTRIC SMOKE ALARM
F1809
450
2440STK-SGD 1224 TO NCC VOL 2, 3.7.5 & AS 3786
F0624 @ 4200hh F0624 @ 4200hh (MAINS POWERED & INTERCONNECTED)
2980
2980
VERANDAH
tiles
hc CH2700mm 300 FLOOR PLAN NOTES:
C1 TERMITE PROTECTION IS TO BE PROVIDED IN ACCORD.
dp
220
WITH NCC VOL 2, 3.1.4 AND AS 3660.1.
2435PLD
C1 dp C1 C1 PROVIDE A STATEMENT OF PROTECTION METHOD FROM A
TERMITE MANAGEMENT PROFESSIONAL IN CONJUNCTION
450
450
90 240 WITH THESE DRAWINGS AT THE TIME OF SUBMISSION FOR
450 4710 3910 300 BUILDING APPLICATION APPROVAL.
TOILET DOORS TO BE PROVIDED WITH LIFT-OFF HINGES,
220 OPEN OUTWARDS OR SLIDE UNLESS CLEAR SPACE OF
8730 2980 450 1.2m TO WC PAN
220
450 4500 300 INSECT SCREENS TO WINDOWS AND DOORS ARE AS PER
BUILDERS SPECIFICATIONS UNO
4940 11710
CONSTRUCTION IS NOT TO COMMENCE PRIOR TO FULL
APPROVAL BEING GRANTED IN WRITING BY THE CERTIFIER
16650 AND LOCAL AUTHORITY
ADDITIONAL NOTES:
MECHANICAL VENTILATION TO BE IN ACCORD.
• 20mm STONE BENCHTOPS THROUGHOUT WITH THE NCC VOL 2, 3.8.5, 3.8.7 & AS 1668.2
• SECUREVIEW SCREENS THROUGHOUT (DISCHARGE TO EXTERNAL AIR)
FLOOR PLAN INTERNAL GARAGE DOOR TO BE SEALED AS PER NCC
VOL 2, 3.12.3.3
1 : 100 GAS BOTTLE LOCATION AS PER AS5601
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 4 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 FLOOR PLAN 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 5
5°
NOTES:
GANGNAIL TRUSSES TIED DOWN, BRACED, FABRICATED
COLORBOND ROOF SHEETING AND INSTALLED TO TRUSS MANUFACTURERS
FIXED TO MANUF. SPECS. SPECIFICATIONS.
MASONRY VENEER TO COMPLY WITH NCC VOL 2, 3.3.5,
AS1225 & AS 3700.
COLORBOND FASCIAS
REINFORCED MASONRY TO COMPLY WITH NCC VOL 2,
GF CL AND GUTTERS 3.3.2 & AS3700 (or AS4773.1/2).
2700
MASONRY WEATHERPROOFING TO COMPLY WITH NCC
GF WH 112x112 TIMBER POSTS VOL 2, 3.3.4.
2100 ON GAL. STIRRUPS
FLASHINGS TO WALL OPENINGS TO COMPLY WITH NCC
VOL 2, 3.5.4.6
'LINEA' WEATHERBOARD
CLADDING (or similar)
GF FL
0
ELEVATION 1
1 1 : 100
8° 8°
GF CL
2700
GF WH
2100
COMMON BRICKWORK
WITH RENDERED FINISH
GF FL
0
ELEVATION 2
2 1 : 100
GF CL
2700
GF WH
2100
POWDERCOATED ALUM
WINDOWS AND DOOR FRAMES
GF FL
0
INFILL OVER WINDOWS/DOORS
TO BUILDERS SPECS
2.4x3.5 PANEL-LIFT-DOOR
ELEVATION 3
3
5°
1 : 100 GF CL
2700
4200
GF WH
2100
GF FL
0
ELEVATION 4
4 1 : 100
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 5 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 ELEVATIONS 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 6
NOTES:
TERMITE PROTECTION IS TO BE PROVIDED IN
ACCORDANCE WITH NCC VOL 2, 3.1.4
AND AS 3660.1.
16650 PROVIDE A STATEMENT OF PROTECTION METHOD
13670
16650
FROM A TERMITE MANAGEMENT PROFESSIONAL IN
4940
CONJUNCTION WITH THESE DRAWINGS AT THE TIME
OF SUBMISSION FOR BUILDING APPLICATION
APPROVAL
13670 2980
ALL WET AREAS TO BE CONSTRUCTED TO COMPLY
840 1000 3680 WITH THE NCC VOL 2, PART 3.8.1
1840 BUILDER TO ENSURE THAT FALLS, WATER STOP
ANGLES, BOND BREAKERS & HOBS ARE IN
8735
ACCORDANCE WITH AS 3740
4410
8610
9050
9530
REFER TO ENGINEERS DETAILS FOR HOLD DOWN &
BRACING PLANS, ALL STEEL/TIMBER SIZING & FIXING
EDGE OF BRICKWORK DETAILS, SLAB & FOOTING DETAILS AND LINTEL
220
206
C
SIZING & FIXING
L
EDGE OF FRAME (150mm REBATE) VB 185
720 1500x1000 50mm
1570
975 LT WASTEPIPE SETOUT DIMENSIONS ARE APPROXIMATE.
SHWR SHOWER REBATE
SEE MANUFACTURER DETAILS.
2273
DOOR REBATES SETOUT DIMENSIONS ARE SUBJECT
3500
TO DOOR MANUFACTURER DETAILS
2535
C
L
1930
VANITY FLOOR WASTES ARE IN WALL FRAMES
FW
(VANITIES ARE WALL HUNG)
WC
7250
PUDDLE FLANGES TO BE INSTALLED CORRECTLY TO
2273
3755 VB
PAD LEVEL 22.125m SHOWERS (ALLOW NATURAL FALL)
FFL 22.375m
FALL
C
L
10230
10230
5 42
19 LEGEND:
2273
FW DENOTES - FLOOR WASTE
LT DENOTES - LAUNDRY TUB
WC DENOTES - WATER CLOSET
425 KS VB DENOTES - VANITY BASIN
SHWR DENOTES - SHOWER
C
L
7250 7250
KS DENOTES - KITCHEN SINK
1970
3000
FALL
2980
C
10230 10230
206
L
206
2849 2849 2849 2958
PROVIDE EXPANSION JOINT
C
L C
L C
L C
L
BETWEEN DWELLING & EXTERNAL SLABS 215
4050
30mm sgd rebate
695 3550 695 11710
pld rebate
4940 8730 2980
13670
16650
4940
SLAB SETOUT PLAN
1 : 100
SLAB & FOOTINGS TO ENGINEERS DETAILS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 6 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SLAB SETOUT PLAN 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 7
ROOFWATER DRAINAGE GENERAL NOTES:
ALL ROOFWATER DRAINAGE SYSTEMS MUST BE
CONNECTED TO A STORMWATER DRAINAGE
SYSTEM COMPLYING WITH NCC PART 3.1.3,
DRAINAGE OR AS/NZS3500.
THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED
WITH AN OVERFLOW TO PREVENT THE BACKFLOW
OF WATER INTO THE BUILDING.
THE AREA SPECIFIC RAINFALL INTENSITY MUST BE
SELECTED FROM NCC TABLE 3.5.3.1 OR FROM
AS/NZS3500.
NOTE: ROOF PROFILE SUBJECT TO SLOPE / LENGTH OF SPAN
GUTTERS AND DOWNPIPES MUST BE SELECTED
FROM NCC TABLE 3.5.3.3 OR FROM AS/NZS3500.
EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT
LESS THAN 1 IN 500 WITH SUPPORT BRACKETS AT
1.2m MAXIMUM CENTRES.
BOX GUTTERS MUST BE INSTALLED AT A FALL NOT
LESS THAN 1 IN 100, IN ACCORDANCE WITH
AS/NZS3500.3.
dp dp
THE WIDTH OF VALLEY GUTTERS SHALL BE IN
ACCORDANCE WITH AS/NZS3500.3 AND NCC PART
3.5.3.4
dp
REFER TO ROOF SHEETING MANUFACTURERS
SPECIFICATIONS FOR LIMITATIONS ON SHEET
OVERHANGS INTO VALLEY GUTTERS.
THE MAXIMUM ROOF CATCHMENT AREA FOR
VALLEY GUTTERS IS 20m2.
8°
8°
VALLEY GUTTERS ON ROOFS PITCHED LESS THAN
12.5° MUST BE DESIGNED AS BOX GUTTERS.
Area
5°
5°
DOWNPIPES MUST SERVE NOT MORE THAN 12
METRES OF GUTTER LENGTH FOR EACH DOWNPIPE
79 m² WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE
Area (2dp's)
Area
TO VALLEY GUTTERS.
TOTAL ROOF CATCHMENT EAVES GUTTERS MUST BE PROVIDED WITH AN
55 m² AREA 195 m² 38 m² OVERFLOW SYSTEM WHERE DOWNPIPES ARE
(2dp's) LOCATED MORE THAN 1.2 METRES FROM A
(5 DOWNPIPES REQUIRED @40sqm/DP) VALLEY GUTTER.
6 DOWNPIPES PROVIDED
TABLE 3.5.3.1 RAINFALL DURATION INTENSITY
dp 5 MINUTE DURATION RAINFALL INTENSITY
NOOSA HEADS - 20YEARS 258mm/h
- 100YEARS 331mm/h
8° 8°
TABLE 3.5.3.2 GUTTER & DOWNPIPE SELECTION
Area FROM TABLE A & B
5°
40sqm - A - MEDIUM RECTANGULAR GUTTER or
5°
24 m² D - 125mm D GUTTER
dp
FROM TABLE C
90mm DIAMETER DOWNPIPE
dp
TABLE 3.5.3.3 OVERFLOW VOLUME
FROM TABLE A
350mm/h 12.0m GUTTER [email protected] (L/s/m) = 14.4L/s
FROM TABLE B
350mm/h - 40sqm = 3.9(L/s)
USE CONTROLLED BACK GAP (SEE DETAIL)
= 1.25 L/s/m x 12.0m = 15.0L/s
ROOF CATCHMENT PLAN (NOT REQUIRED FOR RAKED SOFFITS)
1 : 100
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 7 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 ROOF CATCHMENT PLAN 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 8
Q.D.C. MP 4.1 SUSTAINABLE BUILDINGS - ENERGY EFFICIENT DOMESTIC SERVICES
* ENERGY EFFICIENT LIGHTING * TOILETS
CLASS 1 BUILDINGS, INCLUDING A VERANDAH, BALCONY IN AREAS SERVICED BY A WATER SERVICE PROVIDER, ALL
OR AN ENCLOSED CLASS 10a BUILDING ATTACHED TO A TOILET CISTERNS:
CLASS 1 BUILDING, HAVE: (a) HAVE A DUAL FLUSH FUNCTION AND HAVE A
(a) ARTIFICIAL LIGHTING THAT COMPLIES WITH PART MINIMUM 4-STAR WATER EFFICIENCY LABELLING
SELECTED INSULATION IN ACCORD. 3.12.5.5 OF BCA 2010 AND STANDARDS RATING; AND
WITH ENERGY EFFICIENCY REPORT (VOLUME 2); or (b) ARE COMPATIBLE WITH THE SIZE OF THE
(WALLS, ROOF &/or CEILING) (b) ENERGY EFFICIENT LIGHTING FOR A MINIMUM OF TOILET BOWL TO ALLOW FOR PROPER FUNCTIONING
80 PER CENT OF TOTAL FIXED ARTIFICIAL LIGHTING. OF THE TOILET.
5°
RAFTERS SIZED & TIED DOWN * HOT WATER SUPPLY * TAP WARE
TO ENGINEERS' DETAILS OUTRIGGERS TO ENG. SPECS.
A WATER HEATER IN A HOT WATER SUPPLY SYSTEM CAN BE IN CLASS 1 AND CLASS 2 BUILDINGS, IN AREAS SERVICED
AN ELECTRICAL RESISTANCE HEATER OR ANY OTHER TYPE BY A WATER SERVICE PROVIDER, TAP WARE WITH A
OF HEATER. MINIMUM 3- STAR WATER EFFICIENCY LABELLING AND
5° STANDARDS RATING SERVES:
APPROVED FLASHING * SHOWER ROSE (a) LAUNDRY TUBS; AND
(b) KITCHEN SINKS; AND
GF CL COLORBOND FASCIA & GUTTERS IN AREAS SERVICED BY A WATER SERVICE PROVIDER, ALL
(c) BASINS.
2700 LINTELS TO ENGINEERS' DETAILS SHOWER ROSES HAVE A MINIMUM 3-STAR WATER
GF WH UNISPAN TO EXT. CEILINGS EFFICIENCY LABELLING AND STANDARDS RATING.
2100
COMMON BRICKWORK 112x112 TIMBER POSTS
WITH RENDERED FINISH
FAMILY-DINING VERANDAH
ON GAL. STIRRUPS NOTES:
TERMITE PROTECTION IS TO BE PROVIDED IN
100mm CONC. SLAB ACCORDANCE WITH NCC VOL 2, 3.1.4
GF FL
AND AS 3660.1.
0
PROVIDE A STATEMENT OF PROTECTION METHOD
FROM A TERMITE MANAGEMENT PROFESSIONAL IN
SECTION A CONJUNCTION WITH THESE DRAWINGS AT THE TIME
A 1 : 100
OF SUBMISSION FOR BUILDING APPLICATION
APPROVAL
ALL WET AREAS TO BE CONSTRUCTED TO COMPLY
WITH THE NCC VOL 2, PART 3.8.1
BUILDER TO ENSURE THAT FALLS, WATER STOP
ANGLES, BOND BREAKERS & HOBS ARE IN
ACCORDANCE WITH AS 3740
REFER TO ENGINEERS DETAILS FOR HOLD DOWN &
BRACING PLANS, ALL STEEL/TIMBER SIZING & FIXING
DETAILS, SLAB & FOOTING DETAILS AND LINTEL
SIZING & FIXING
POWDERCOATED ALUM. WINDOW & DOOR FRAMES
WASTEPIPE SETOUT DIMENSIONS ARE APPROXIMATE.
SELECTED CLADDING FIXED TO MANUFACTURERS' SPECS. SEE MANUFACTURER DETAILS.
GANGNAIL TRUSSES TIED DOWN
4200
TO TRUSS MANUF. ENGINEERS DETAILS 8° DOOR REBATES SETOUT DIMENSIONS ARE SUBJECT
8° COLORBOND ROOF SHEETING
TO DOOR MANUFACTURER DETAILS
FIXED TO MANUF. SPECS.
10mm PLASTERBOARD CEILING & WALL LINING VANITY FLOOR WASTES ARE IN WALL FRAMES
GF CL (VANITIES ARE WALL HUNG)
2700 TIMBER FRAMES TO ENG. DETAILS
GF WH PUDDLE FLANGES TO BE INSTALLED CORRECTLY TO
2100 SHOWERS (ALLOW NATURAL FALL)
ROOF BEAMS TO TIE-DOWN AS PER ENG. SPECS.
ENGINEERS' DETAILS KITCHEN FAMILY-DINING GARAGE
MASONRY TIES TO NCC 3.3.5.10 & AS/NZS 2699.1
GF FL
0
R.CONC. FOOTINGS TO ENGINEERS' SPECS.
SECTION B
B 1 : 100
SLAB & FOOTINGS TO ENGINEERS DETAILS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 8 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SECTIONS/QDC NOTES 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 9
SELECTED INSULATION IN ACCORD.
WITH ENERGY EFFICIENCY REPORT
(WALLS, ROOF &/or CEILING)
ROOF BATTENS SIZED, SPACED &
FIXED TO ENG. DETAILS.
GANGNAIL TRUSSES TIED
DOWN TO TRUSS MANUF. WB1 WB2
ENGINEERS DETAILS PLY BRACE PANEL (900mm MIN) METAL STRAPS (1800-2700mm)
(6.0kN/m) (1.5kN/m)
COLORBOND ROOF SHEETING FIXED PITCH INDICATED ON ELEVATIONS
TO MANUF. SPECS.
TOP PLATE
CEILING BATTENS @ 450mm CTRS.
COLORBOND FASCIA &
GUTTER TOP PLATES TO ENG. DETAILS
LINTELS TO ENG. DETAILS
F.C SOFFITING. TIMBER FRAMES TO ENG. DETAILS
INDICATED ON ELEVATIONS
POWDERCOATED ALUM. WINDOW & DOOR FRAMES
NOGGINS
10mm PLASTERBOARD CEILING
STUDS
M12 BOLT THREADED ROD
BRICK SILL & WALL LINING.
CYCLONE RODS AS PER ENG. SPECS.
SELECTED FACE & SILL BRICKS.
BOTTOM PLATES TO ENG. DETAILS
M12 BOLT
SISILATION TO BUILDER'S SPECS. 100mm CONC. SLAB
°
-60
SLAB FABRIC TO ENG. SPECS.
BOTTOM PLATE
30
D.P.C. & WEEP HOLES (900 CENTRES) FLOOR
THE FINISHED SURFACE IMMEDIATELY SURROUNDING THE
BUILDINGS TO COMPLY WITH NCC VOL2, 3.1.3. FORMED VOIDS WB1 NOTES: WB2 NOTES:
A 13kN CAPACITY CONNECTION EACH END 1. TENSIONED GAL METAL STRAP (0.8mm MIN THICK, 15.2mm2 SECTIONAL AREA)
& INTERMEDIATELY @1200 CTRS - FIXED TO STUDS WITH 1, 30x2.8∅ GAL FLATHEAD NAIL &
1. M12 BOLT or - FIXED TO PLATESS WITH 3, 30x2.8∅ GAL FLATHEAD NAILS (or equiv)
2. M12 THREADED ROD BETWEEN TOP AND BOTTOM PLATE 2. FIX BOTTOM PLATE TO FLOOR FRAME OR SLAB WITH NOMINAL FIXING ONLY
3. PLYWOOD TO BE NAILED WITH 30x∅2.8 GAL FLATHEAD NAILS (AS PER AS 1684.2 TABLE 9.4)
WAFFLE POD FOOTINGS (150mm CTRS ON STUDS AND 50mm CTRS ON T/B PLATES)
(DEPTH TO ENG. SPECS)
TYPICAL SECTION - WAFFLE SLAB
1 : 25
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 9 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 TYPICAL SECTION & DETAILS 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 10
1/75mm x 3.75 GROOVED NAIL DESIGN
STRENGTH 0.85Kn, REQ. STRENGTH 0.75Kn
RAFTER/TRUSS
FRAMING ANCHORS (LEGS NOT BENT)
TOP PLATE 6/2.8 NAILS EACH FACE
90x35 F8 (1 BOLT) OR
120x35 F8 (2 BOLTS)
AS PER TABLE TRUSS, RAFTER OR
CEILING JOIST
LINTEL PROVIDE CLEARANCE
WHERE ROOF IS TRUSSED
WINDOW/DOOR OPENING
BRACING WALL
SHEAR STRENGTH:
M10 BOLT M12 BOLT 2/M10 BOLTS 2/M12 BOLTS SHEAR STRENGTH:
J4 2.6kN 3.1kN 5.1kN 6.1kN J4 3.3kN
JD4 4.3kN 5.1kN 8.4kN 9.8kN JD4 4.9kN
NOGGIN TO STUD FIXING BY 2/75 x
3.05mm NAILS SKEWED OR NAILED
PLATE TO STUD FIXING (PLATE TO 38mm) BY 2/75x3.05mm NAILS RAFTERS, CEILING JOISTS OR RAFTERS, CEILING JOISTS OR
THROUGH PLATE (PLATE 38 TO 50mm) BY 2/90x3.05mm NAILS THROUGH TRUSSES TO BRACING WALL TRUSSES TO BRACING WALL
PLATE OR 2/75x3.05mm NAILS SKEWED THROUGH STUD INTO PLATE
BOLTS or NAILS AS PER TABLE
BELOW. BLOCKING TO BE
EACH SIDE OF RAFTER/TRUSS
BOTTOM CHORD
2/30x0.8mm G.I. STRAPS
BOTTOM PLATE BLOCKING PIECES WITH 4/2.8 NAILS EACH
LARGE ENOUGH END
FLOOR
TO AVOID
SPLITTING
TIE DOWN NOTES: GAP TO
INTERNAL
BRACING WALL TOP PLATE
1. 30x0.8 LOOPED STRAP EACH RAFTER/TRUSS WITH 4, 2.8∅ NAILS EACH END TRUSS
DESIGN STRENGTH - 13kN, REQUIRED STRENGTH 8.9kN BRACING WALL
(2 LOOPED STRENGTH TO GIRDER TRUSS AND TRUNCATED GIRDER TRUSS) EXTERNAL WALL
SHEAR STRENGTH:
2. 30x0.8 LOOPED STRAP @900CTRS (MAX) FROM LINTEL WITH 4 NAILS EACH END 4/3.33 NAILS M12 BOLT SHEAR STRENGTH:
DESIGN STRENGTH - 12kN, REQUIRED STRENGTH 6.2kN J4 2.8kN 3.1kN J4 4.4kN
JD4 4.0kN 5.1kN JD4 6.6kN
3. M12 ANCHOR RODS @1800CTRS (MAX) WITHIN 100mm OF CORNERS AND
OPENINGS
DESIGN STRENGTH - 20kN, REQUIRED STRENGTH 12.0kN RAFTERS, CEILING JOISTS OR RAFTERS, CEILING JOISTS OR
TRUSSES TO BRACING WALL TRUSSES TO BRACING WALL
4. UNDER WINDOW, NOMINAL FIXINGS 1/75mm MASONRY NAIL, SCREW OR BOLT @
1200CTRS (MAX)
5. ROOF LOAD WIDTH AND UPLIFT LOAD WIDTH ARE DESCRIBED IN CLAUSE 2.6.4 &
9.6.2 OF AS 1684.2
6. LINTELS SUPPORTING GIRDER AND TRUNCATED TRUSSES TO BE SIZED BY BUILDER
TYPICAL TIE DOWN DETAILS
1 : 25
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 10 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 TYPICAL TIEDOWN DETAILS 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 11
WORK HEALTH AND SAFETY REPORT NOTES (MANAGING RISKS IN CONSTRUCTION)
1. FALLS, SLIPS, TRIPS 2. FALLING OBJECTS (cont.) 4. SERVICES (cont.) 6. HAZ. SUBSTANCES (cont.) 7. CONFINED SPACES (cont.)
a) WORKING AT HEIGHTS PERSONS BELOW. SHOULD BE LOCATED USING AN APPROPRIATE SERVICE AGAINST INHALATION WHILE USING POWDERED EXCAVATION AND INSTALLATION OF ITEMS WITHIN
1. PREVENT OR RESTRICT ACCESS TO AREAS BELOW (SUCH AS DIAL BEFORE YOU DIG), APPROPRIATE MATERIAL OR WHEN SANDING, DRILLING, CUTTING OR EXCAVATIONS. WHERE PRACTICAL, INSTALLATION
DURING CONSTRUCTION WHERE THE WORK IS BEING CARRIED OUT. EXCAVATION PRACTICE SHOULD BE USED AND, WHERE OTHERWISE DISTURBING OR CREATING POWDERED SHOULD BE CARRIED OUT USING METHODS WHICH DO
2. PROVIDE TOE BOARDS TO SCAFFOLDING OR WORK NECESSARY, SPECIALIST CONTRACTORS SHOULD BE MATERIAL. NOT REQUIRE WORKERS TO ENTER THE EXCAVATION.
WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING
PLATFORMS. USED. WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR
SHOULD BE PREFABRICATED OFF-SITE OR AT GROUND
LEVEL TO MINIMISE THE RISK OF WORKERS FALLING
3. PROVIDE PROTECTIVE STRUCTURE BELOW THE WORK TREATED TIMBER THE EXCAVATED AREA SHOULD BE PROVIDED TO
AREA. OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE. THE DESIGN OF THIS BUILDING INCLUDES PROVISION PREVENT COLLAPSE. WARNING SIGNS AND BARRIERS TO
MORE THAN TWO METRES. HOWEVER, CONSTRUCTION
4. ENSURE THAT ALL PERSONS BELOW THE WORK AREA THESE POSE A RISK OF ELECTROCUTION IF STRUCK OR FOR THE INCLUSION OF TREATED TIMBER WITHIN THE PREVENT ACCIDENTAL OR UNAUTHORISED ACCESS TO
OF THIS BUILDING WILL REQUIRE WORKERS TO BE
HAVE PERSONAL PROTECTIVE EQUIPMENT. APPROACHED BY LIFTING DEVICES OR OTHER PLANT STRUCTURE. DUST OR FUMES FROM THIS MATERIAL CAN ALL EXCAVATIONS SHOULD BE PROVIDED.
WORKING AT HEIGHTS WHERE A FALL IN EXCESS OF TWO
AND PERSONS WORKING ABOVE GROUND LEVEL. BE HARMFUL. PERSONS WORKING ON OR IN THE
METRES IS POSSIBLE AND INJURY IS LIKELY TO RESULT BUILDING COMPONENTS
FROM SUCH A FALL. THE BUILDER SHOULD PROVIDE A
WHERE THERE IS A DANGER OF THIS OCCURRING, BUILDING DURING CONSTRUCTION, OPERATIONAL 8. PUBLIC ACCESS
DURING CONSTRUCTION, RENOVATION OR DEMOLITION POWER LINES SHOULD BE, WHERE PRACTICAL, MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD
SUITABLE BARRIER WHEREVER A PERSON IS REQUIRED TO
OF THIS BUILDING, PARTS OF THE STRUCTURE INCLUDING DISCONNECTED OR RELOCATED. WHERE THIS IS NOT VENTILATION AND WEAR PERSONAL PROTECTIVE
WORK IN A SITUATION WHERE FALLING MORE THAN TWO PUBLIC ACCESS TO CONSTRUCTION AND DEMOLITION
FABRICATED STEELWORK, HEAVY PANELS AND MANY PRACTICAL ADEQUATE WARNING IN THE FORM OF EQUIPMENT INCLUDING PROTECTION AGAINST
METRES IS A POSSIBILITY. SITES AND TO AREAS UNDER MAINTENANCE CAUSES RISK
OTHER COMPONENTS WILL REMAIN STANDING PRIOR TO BRIGHT COLOURED TAPE OR SIGNAGE SHOULD BE USED INHALATION OF HARMFUL MATERIAL WHEN SANDING,
OR A PROTECTIVE BARRIER PROVIDED. TO WORKERS AND PUBLIC. WARNING SIGNS AND
DURING OPERATION OR MAINTENANCE OR AFTER SUPPORTING PARTS ARE IN PLACE. DRILLING, CUTTING OR USING TREATED TIMBER IN ANY SECURE BARRIERS TO UNAUTHORISED ACCESS SHOULD
CONTRACTORS SHOULD ENSURE THAT TEMPORARY WAY THAT MAY CAUSE HARMFUL MATERIAL TO BE
CLEANING AND MAINTENANCE OF WINDOWS, WALLS, 5. MANUAL TASKS BE PROVIDED. WHERE ELECTRICAL INSTALLATIONS,
BRACING OR OTHER REQUIRED SUPPORT IS IN PLACE AT RELEASED. DO NOT BURN TREATED TIMBER.
ROOF OR OTHER COMPONENTS OF THIS BUILDING WILL EXCAVATIONS, PLANT OR LOOSE MATERIALS ARE
ALL TIMES WHEN COLLAPSE WHICH MAY INJURE
REQUIRE PERSONS TO BE SITUATED WHERE A FALL FROM PRESENT THEY SHOULD BE SECURED WHEN NOT FULLY
A HEIGHT IN EXCESS OF TWO METRES IS POSSIBLE. WHERE
PERSONS IN THE AREA IS A POSSIBILITY. COMPONENTS WITHIN THIS DESIGN WITH A MASS IN VOLATILE ORGANIC COMPOUNDS SUPERVISED.
THIS TYPE OF ACTIVITY IS REQUIRED, SCAFFOLDING, EXCESS OF 25KG SHOULD BE LIFTED BY TWO OR MORE MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS,
MECHANICAL LIFTING OF MATERIALS AND WORKERS OR BY MECHANICAL LIFTING DEVICE. WHERE VARNISHES AND SOME CLEANING MATERIALS AND
9. OPERATIONAL USE OF BUILDING
LADDERS OR TRESTLES SHOULD BE USED IN
COMPONENTS DURING CONSTRUCTION, MAINTENANCE THIS IS NOT PRACTICAL, SUPPLIERS OR FABRICATORS DISINFECTANTS HAVE DANGEROUS EMISSIONS. AREAS
ACCORDANCE WITH RELEVANT CODES OF PRACTICE,
OR DEMOLITION PRESENTS A RISK OF FALLING OBJECTS. SHOULD BE REQUIRED TO LIMIT THE COMPONENT MASS. WHERE THESE ARE USED SHOULD BE KEPT WELL THIS BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL
REGULATIONS OR LEGISLATION.
CONTRACTORS SHOULD ENSURE THAT APPROPRIATE VENTILATED WHILE THE MATERIAL IS BEING USED AND BUILDING. IF IT, AT A LATER DATE, IS USED OR INTENDED
b) SLIPPERY OR UNEVEN SURFACES LIFTING DEVICES ARE USED, THAT LOADS ARE PROPERLY ALL MATERIAL PACKAGING, BUILDING AND FOR A PERIOD AFTER INSTALLATION. PERSONAL TO BE USED AS A WORKPLACE, THE PROVISIONS OF THE
SECURED AND THAT ACCESS TO AREAS BELOW THE LOAD MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE WORK HEALTH AND SAFETY ACT 2011 OR SUBSEQUENT
IS PREVENTED OR RESTRICTED. MANUFACTURER'S RECOMMENDATIONS FOR USE MUST
FLOOR FINISHES THE TOTAL MASS OF PACKAGES AND WHERE PRACTICAL REPLACEMENT ACT SHOULD BE APPLIED TO THE NEW
ALL ITEMS SHOULD BE STORED ON SITE IN A WAY WHICH BE CAREFULLY CONSIDERED AT ALL TIMES. USE.
THE OWNER IS RESPONSIBLE FOR THE SELECTION OF 3. TRAFFIC MANAGMENT
SURFACE FINISHES IN THE PEDESTRIAN TRAFFICABLE
MINIMISES BENDING BEFORE LIFTING.ADVICE SHOULD
SYNTHETIC MINERAL FIBRE 10. OTHER HIGH RISK ACTIVITY
BE PROVIDED ON SAFE LIFTING METHODS IN ALL AREAS
AREAS OF THIS BUILDING. SURFACES SHOULD BE
BUSY CONSTRUCTION AND DEMOLITION SITES PRESENT A WHERE LIFTING MAY OCCUR. CONSTRUCTION, FIBREGLASS, ROCKWOOL, CERAMIC AND OTHER
SELECTED IN ACCORDANCE WITH AS HB 197:1999 AND ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN
RISK OF COLLISION WHERE DELIVERIES AND OTHER MAINTENANCE AND DEMOLITION OF THIS BUILDING WILL MATERIAL USED FOR THERMAL OR SOUND INSULATION
AS/NZ 4586:2004. ACCORDANCE WITH CODE OF PRACTICE: MANAGING
TRAFFIC ARE MOVING WITHIN THE SITE. A TRAFFIC REQUIRE THE USE OF PORTABLE TOOLS AND EQUIPMENT. MAY CONTAIN SYNTHETIC MINERAL FIBRE WHICH MAY BE
MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE HARMFUL IF INHALED OR IF IT COMES IN CONTACT WITH ELECTRICAL RISKS AT THE WORKPLACE, AS/NZ 3012 AND
STEPS, LOOSE OBJECTS AND UNEVEN WITH MANUFACTURER'S SPECIFICATIONS AND NOT USED THE SKIN, EYES OR OTHER SENSITIVE PARTS OR THE BODY. ALL LICENSING REQUIREMENTS.
MANAGEMENT PERSONNEL SHOULD BE ADOPTED FOR
SURFACES THE WORK SITE. WHERE FAULTY OR (IN THE CASE OF ELECTRICAL PERSONAL PROTECTIVE EQUIPMENT INCLUDING
CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN A EQUIPMENT) NOT CARRYING A CURRENT ELECTRICAL PROTECTION AGAINST INHALATION OF HARMFUL ALL WORK USING PLANT SHOULD BE CARRIED OUT IN
ACCORDANCE WITH CODE OF PRACTICE: MANAGING
TIDY WORK SITE DURING CONSTRUCTION, 4. SERVICES SAFETY TAG. ALL SAFETY GUARDS OR DEVICES SHOULD MATERIAL SHOULD BE USED WHEN INSTALLING,
RISKS OF PLANT AT THE WORKPLACE.
MAINTENANCE OR DEMOLITION TO REDUCE THE RISK OF BE REGULARLY CHECKED AND PERSONAL PROTECTIVE REMOVING OR WORKING NEAR BULK INSULATION
TRIPS AND FALLS IN THE WORKPLACE. MATERIALS FOR EQUIPMENT SHOULD BE USED IN ACCORDANCE WITH MATERIAL.
CONSTRUCTION OR MAINTENANCE SHOULD BE STORED RUPTURE OF SERVICES DURING EXCAVATION OR OTHER MANUFACTURER'S SPECIFICATION. ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE
IN DESIGNATED AREAS AWAY FROM ACCESS WAYS AND ACTIVITY CREATES A VARIETY OF RISKS INCLUDING TIMBER FLOORS WITH CODE OF PRACTICE: MANAGING NOISE AND
WORK AREAS. RELEASE OF HAZARDOUS MATERIAL. EXISTING SERVICES 6. HAZARDOUS SUBSTANCES THIS BUILDING MAY CONTAIN TIMBER FLOORS WHICH
PREVENTING HEARING LOSS AT WORK.
ARE LOCATED ON OR AROUND THIS SITE. WHERE HAVE AN APPLIED FINISH. AREAS WHERE FINISHES ARE
KNOWN, THESE ARE IDENTIFIED ON THE PLANS BUT THE DUE TO THE HISTORY OF SERIOUS INCIDENTS IT IS
2. FALLING OBJECTS EXACT LOCATION AND EXTENT OF SERVICES MAY VARY
POWDERED MATERIALS APPLIED SHOULD BE KEPT WELL VENTILATED DURING
RECOMMENDED THAT PARTICULAR CARE BE EXERCISED
SANDING AND APPLICATION AND FOR A PERIOD AFTER
FROM THAT INDICATED. SERVICES MANY MATERIALS USED IN THE CONSTRUCTION OF THIS WHEN UNDERTAKING WORK INVOLVING STEEL
INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY
LOOSE MATERIALS OR SMALL OBJECTS BUILDING CAN CAUSE HARM IF INHALED IN POWDERED
ALSO BE REQUIRED. THE MANUFACTURER'S CONSTRUCTION AND CONCRETE PLACEMENT. ALL THE
FORM. PERSONS WORKING ON OR IN THE BUILDING ABOVE APPLIES.
CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK RECOMMENDATIONS FOR USE MUST BE CAREFULLY
DURING CONSTRUCTION, OPERATIONAL MAINTENANCE
ON OR AROUND THIS BUILDING IS LIKELY TO INVOLVE CONSIDERED AT ALL TIMES.
OR DEMOLITION SHOULD ENSURE GOOD VENTILATION
PERSONS WORKING ABOVE GROUND LEVEL OR ABOVE
AND WEAR PERSONAL PROTECTIVE EQUIPMENT
FLOOR LEVELS. WHERE THIS OCCURS ONE OR MORE OF
INCLUDING PROTECTION
THE FOLLOWING MEASURES SHOULD BE TAKEN TO
AVOID OBJECTS FALLING FROM THE AREA WHERE THE
WORK IS BEING CARRIED OUT ONTO
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 11 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C RW RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 WH&S NOTES 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 12
70
1010 2210
1000 1360
GF CL
2700
600
900
240
900 3010
2400
600
1800
70
1000 1000x1350
900
RA ohc
1210
KE
D GF FL
C
EI L
IN FRIDGE TAP 0
G
KITCHEN VIEW 1 VIEW 2
vinyl planking
1 2
2000
1 : 50 1 : 50
3220
1
cut
90 70
4 12 2 150 2010 1210
240
2010
3 3010 900
dw
ohc
240
1224
KITCHEN
GF CL
1 : 50 2700
900
NOTES:
ALL DIMENSIONS, FITTINGS & FIXTURES SHOWN ARE NOMINAL. (INDICATIVE ONLY) GF FL
REFER TO BUILDERS SPECIFICATIONS FOR EXACT MODEL & INSTALLATION INSTRUCTIONS 0
VIEW 3 VIEW 4
NOTE: THESE CABINET PLANS ARE CONCEPTUAL. 3 1 : 50 4 1 : 50
FINAL PLANS TO BE COMPLETED BY CABINET MAKER
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 12 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C DS RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 CABINETRY/WET AREA SCHEMATICS 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 13
70 90
860 1000
90
1840
obsc
0309 90 90 220 70 90 90 70 220
1840 3500 930 910 1930 1570
220
tambour door
GF CL niche 360x900
n03609
2700
Ldry
1550hh
1500
mv
ohc
mirror
1500
900
70
3500
BATH
tiles
280
tr
820cs
floor to ceiling
C
L
1550
820cs
wall tiles
5 trh
900
C
L
820
1930
8 13 6
500
7 GF FL
900 wh
0
VIEW 5 VIEW 6 VIEW 7 VIEW 8
5 6 7 8
70
1 : 50 1 : 50 1 : 50 1 : 50
BATH & LDRY
1 : 50
GF CL
2700
200
600 lam.
820
VIEW 9
GF FL
0
9 1 : 50
GARAGE VANITY
1 : 50
NOTES:
ALL DIMENSIONS, FITTINGS & FIXTURES SHOWN ARE NOMINAL. (INDICATIVE ONLY)
NOTE: THESE CABINET PLANS ARE CONCEPTUAL. FINAL PLANS TO BE COMPLETED BY CABINET MAKER REFER TO BUILDERS SPECIFICATIONS FOR EXACT MODEL & INSTALLATION INSTRUCTIONS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 13 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN190273 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON: C DS RW CONSTRUCTION DRAWINGS 13/03/21
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL D RW RW JOB NUMBER CORRECTION 17/04/21 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 CABINETRY/WET AREA SCHEMATICS 17/04/2021 BUILDER SIGNED: ............................. DATE: ..........
The text continues on page 14.